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21-101009-CO-Site Planv c 0 E E o_ x E E fV t0 n fV It 0x M w U Q i T SITE PLAN SCALE: 1 " = 2 W-0" PROTECT EXISTING UTILITY VAULT ACCESS HATCH SEE SITE PLAN GENERAL NOTE 5 OC Ox x x x REMOVE EXISTING VAT TUBE EQUIPMENT I 1 I REFER TO ARCHITECTURAL PLAN SAWCUT EXISTING PAVEMENT I 1 1 I REMOVE EXISTING BOLLARDS, TYP. F 1 0 1 I DEMOLISH EXISTING ISLAND 1 AND LIGHT POLE BASE tz '1 7t EXISTING CANOPY COLUMN ' PROTECT IN PLACE EXISTING CANOPY COLUMN 1 0 SEE SITE PLAN GENERAL NOTE 5 1 1 I PROTECT IN PLACE SEE SITE PLAN GENERAL NOTE 5 1 EXISTING CANOPY EXTENTS 1 PROTECT IN PLACE 1 1 APPROXIMATE EXTENTS OF 1 I EXISTING UNDERGROUND VAULT DEMOLISH EXISTING TTi /� i ? Z/Z/_Z �� �i�/z_/1zz / SEE SITE PLAN GENERAL NOTE 5 LIGHT POLE BASE �1 1 �1 �1 0 - 0 01 4.5' 1 LO o�------- o------ 1 z2�1 -o EXISTING CANOPY COLUMN PROTECT IN PLACE SEE SITE PLAN GENERAL NOTE 5 TRIPE LANE MARKINGS AS REQUIRED E PAVEMENT MARKING NOTES ENLARGED DEMOLITION PLAN SCALE: 1 " = 5'-0" LPROTECT EXISTING BOLLARDS, TYP. EXISTING CANOPY COLUMN PROTECT IN PLACE SEE SITE PLAN GENERAL NOTE 5 North SW 336TH ST North 0� 00 I o i II i i 1 i 1 I 1 6" SECURITY BOLLARD, TYP oC�SEE DETAIL 6 SHEET C1.10 C 1.10 i 1 1 i ISLAND CONTROL JOINT TYP, SEE DETAIL 9 SHEET C1.10 d pO d i a a o° d ° 0 ._ 7.1 i a i__12.4'__i a C 1 ° d ° a 8.0' d C6 7.5' GENERAL NOTES 1. INSTALL SILTSACK OR APPROVED EQUAL INLET FILTER AT STORM SEWER INLET (TYP.) FOR ALL INLETS WITHIN OR DOWNSTREAM OF PAVEMENT REPAIR AREAS. 2. CONTRACTOR SHALL PHASE WORK SO THAT CUSTOMER ACCESS TO BUILDING ENTRANCES REMAIN OPEN AT ALL TIMES. 3. CONTRACTOR TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES ON SITE WITHIN WORK AREAS. CONTRACTOR TO TAKE EXTRA CAUTION TO AVOID DAMAGE TO ELECTRICAL, TELEPHONE, IRRIGATION, AND OTHER CONDUITS TYPICALLY FOUND IN THE UPPER FEW FEET OF GROUND. CONTRACTOR SHALL REPLACE ANY DAMAGED OR DESTROYED UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR TO REMOVE TREE ROOTS AS NECESSARY TO PERFORM REPAIRS INDICATED. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR SMASHING. ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST. PAVEMENT MARKING NOTES CONTRACTOR SHALL TAKE FIELD MEASUREMENTS OR OTHERWISE ESTABLISH A SURVEY OF THE EXISTING STRIPING IN ALL WORK AREAS IN ORDER TO ESTABLISH ALL EXISTING PAVEMENT MARKINGS WITH FULL COORDINATION OF NEW MARKINGS PROPOSED ON THIS PLAN. 2. UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR SHALL ESTABLISH PAVEMENT MARKINGS FOR ALL FIRE LANES, DIRECTIONAL ARROWS, STOP BARS, CURBS, SIDEWALK, LIGHT POLE BASES, SIGN BASES AND PARKING STALLS TO MATCH THE EXISTING SITE WITHIN THE REPAIR LIMITS. 3. CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ADA BARRIER FREE AREAS TO COMPLY WITH ALL LOCAL AND FEDERAL ADA STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL STANDARD 595B COLOR NUMBER AS FOLLOWS: BLUE -COLOR 15180, WHITE -COLOR 37925 AND YELLOW -COLOR 33538. 4. IN AREAS NOT BEING RESURFACED BUT REQUIRING RESTRIPING, CONTRACTOR SHALL REMOVE EXISTING STRIPING BY EITHER SAND BLASTING, WATER BLASTING, OR BY ANOTHER APPROVED METHOD OF STRIPING REMOVAL. WHERE THE STRIPING REMOVAL CHANGES THE SURFACE TEXTURE OF THE EXISTING ASPHALT, CONTRACTOR SHALL SEAL COAT THE AREA PRIOR TO RESTRIPING. CONTRACTOR TO SUBMIT STRIPING REMOVAL METHOD TO PROPERTY MANAGER AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SITE PLAN GENERAL NOTES 1. MATCH EXISTING GRADES AT BOUNDARY OF PROPOSED ASPHALT AND CONCRETE PAVEMENT. 2. ALL SITE IMPROVEMENTS OUTSIDE AREA OF WORK ARE EXISTING AND ARE TO REMAIN. DIMENSIONS SHOWN IN PLAN WERE MEASURED BY CIVIL AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 3. SEE ELECTRICAL PLANS FOR ROUTING OF PROPOSED UTILITIES. 4. NO EXISTING LANE STRIPING TO BE REMOVED ON SITE. 5. EXISTING CANOPY COLUMN AND UTILITY VAULT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM LOCATION OF EXISTING CANOPY COLUMNS AND UTILITY VAULT PRIOR TO BEGINNING CONSTRUCTION. CONCRETE GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL ASSIST AND COOPERATE WITH AN INDEPENDENT TESTING LABORATORY (TO BE RETAINED BY THE OWNER) WHICH SHALL CONDUCT ALL THE SPECIFIED TESTS REQUIRED FOR THE CONCRETE WORK AND REPORT THE RESULTS OF THESE TESTS DIRECTLY AND PROMPTLY TO THE ENGINEER FOR THEIR REVIEW. 2. DETAILING OF REBAR SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI DETAILING MANUAL, AND CONCRETE REINFORCING INSTITUTE'S LATEST EDITION OF "MANUAL OF STANDARD PRACTICE". ALL SHOP DRAWINGS PERTAINING TO REBAR DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR THEIR REVIEW. 3. CONCRETE MIX DESIGN FOR ALL CONCRETE WORK IS REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR THEIR REVIEW. IT IS TO BE NOTED THAT THE CONCRETE SUPPLIER SHALL HAVE A QUALITY CONTROL PROCEDURE FOR THE PRODUCTION OF ALL CONCRETE, WHICH MUST BE ACCEPTABLE TO THE ENGINEER AND MEETS CURRENT ACI STANDARDS. 4. CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE STRUCTURAL ENGINEER AND THE ARCHITECT. ENGINEER SHALL BE INFORMED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONCRETE WORK. 5. CONTRACTOR SHALL PREPARE AND SUBMIT QUALITY CONTROL MEASURES TO ENSURE TEMPERATURE WITHIN MASS CONCRETE POURS COMPLIES WITH THE REQUIREMENTS IN THE PROJECT SPECIFICATIONS. MASS CONCRETE POURS APPLY TO ANY SUBSTRUCTURE CONCRETE ELEMENT WHOSE LEAST DIMENSION IS GREATER THAN 5 FT. 6. CONCRETE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS: SLAB-ON-GRADE/ISLAND 4,000 PSI BOLLARDS 4,000 PSI 7. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. IF REINFORCEMENT WELDING IS REQUIRED, ASTM A706, GRADE 60 SHALL BE REQUIRED UNLESS MILL TEST REPORTS VERIFY THAT THE ASTM A615 STEEL PROVIDED IS AN ACCEPTABLE A706 EQUIVALENT. WELDED WIRE FABRIC OR WIRE MESH SHALL BE ASTM A185. 8. TOLERANCES FOR REINFORCEMENT FABRICATION, REINFORCEMENT PLACEMENT AND CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." 9. ALL REINFORCEMENT SHOWN IS INTENDED TO BE CONTINUOUS UNLESS NOTED OTHERWISE. REFER TO REINFORCEMENT STEEL CHART FOR TENSION LAP SPLICES. 10. PROVIDE 3/4 INCH CHAMFERS AT ALL EXPOSED EDGES UNLESS NOTED OTHERWISE 11. NO OPENINGS SHALL BE PERMITTED IN SLABS WITHIN A DISTANCE OF EIGHT INCHES FROM THE EDGE OF SLAB. i 7.4' 1 4" TRAFFIC BOLLARD, TYP EXISTING CANOPY COLUMN SEE DETAIL 11 SHEET C1.20 PROTECT IN PLACE, TYP. ISLAND CONTROL JOINT TYP, 1 SEE NOTE 5 T T SEE I I DE AIL 9 SHEE C1.10 I I I --�-- ___----__-- O 0 -------------J 10 C1.10 EXISTING CANOPY EXTENTS PROTECT IN PLACE 12 C1.20 ENLARGED SITE IMPROVEMENTS PLAN SCALE: 1 " = 5'-0" APPROXIMATE EXTENTS OF EXISTING UNDERGROUND VAULT SEE SITE PLAN GENERAL NOTE 5 Lw' North SITE PLAN LEGEND - - PROPERTY LINE - - - - - - SITE PLAN ENLARGEMENT BOUNDARY - - - - - - CANOPY EXTENTS UNDERGROUND VAULT X DETAIL CALLOUT DEMOLITION LEGEND CONCRETE ISLAND SAWCUT AND REMOVAL ASPHALT PAVEMENT REMOVAL i CONCRETE PAVEMENT REMOVAL SITE IMPROVEMENTS LEGEND EDGE OF PAVEMENT CONCRETE PAVEMENT, SEE SITE PLAN GENERAL NOTE 1 a CONCRETE ISLAND ESTIMATED QUANTITIES CONCRETE PAVEMENT, DETAIL 10 SHEET C1.10 - 133 SF CONCRETE ISLAND, DETAIL 1 SHEET C1.10 -122 SF 4" TRAFFIC BOLLARD - 4 EA 6" PIT BOLLARD - 3 EA THIS PLAN SET IS BASED ON AUTOCAD FILES OBTAINED BY KIMLEY-HORN AND ASSOCIATES, INC. FROM NORR ASSOCIATES, INC. DRAWING RECEIVED ON: FEBRUARY 24, 2021 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. .I I I~ = !jr�� NJ ,4 AREA OF WORI 2. Amon P Fla I Q- 7t SATELLITE VIEW SCALE: NONE North DATE ISSUED FOR REV 3/1 9/2021 PERMIT SUBMISSION 1 NORR ASSOCIATES INC. AND THE UNDERSIGNING LICENSED PROFESSIONALS DO NOT REPRESENT THAT THESE PLANS AND SPECIFICATIONS ARE SUITABLE FOR ANY OTHER CLIENT AND/OR SITE OTHER THAN THE ONE DENOTED. NORR ASSOCIATES INC. AND THE UNDERSIGNING LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART BY ANOTHER CLIENT OR AT ANY OTHER SITE. THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE LICENSED PROFESSIONALS. ALL DRAWINGS AND WRITTEN MATERIAL ASSOCIATED WITH THIS PROJECT CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF NORR ASSOCIATES INC. AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF NORR ASSOCIATES INC. Project U W w 2 pC � �n Ln Q� W � � � 3 M Q � M � o J � i�: Q Z p o w � oU. N Consultants Kimley»>Horn © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 1201 SECOND AVENUE, SUITE 900 SEATTLE, WA 98101 PHONE: 206-413-6073 WWW.KIMLEY-HORN.COM Seal NMELES irjE wASyiN T�F` 54494 IFS RfcrSTE��°NG���c. S/pNAL NORR 1631 Alhambra Blvd, Suite 100 Sacramento, CA 95816 USA (916) 930-0210 www.norr.com Project Manager Drawn S. STEEL C. HEDLUND Project Leader Checked Client Drawing Title CIVIL SITE PLAN RECEIVED Mar 30 2021 Check Scale (may be photo reduced) 0 1 inch 0 1 Omm CI - --- • - -AY `0 UIVII roJect o. JCSR21-0003 Drawing No. c 1 . oo PATH AND FILENAME: K:\SEA-CIVIL\SEA-DS\090022018 - BOFA TWIN LAKES WA\CAD\PLANSHEETS\Cl .00 - CIVIL SITE PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE: March 19, 2021 TIME: 2:1 8 PM